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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />>P <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />2 <br />CELL SEE PLAN FOR SIZE AND <br />o <br />SPACING REQUIREMENTS <br />o <br />SPACING REQUIREMENTS <br />1 P <br />• <br />Tf- -s <br />GARAGE DOOR <br />i� y <br />1 <br />RECESS <br />pow <br />FM <br />3, <br />8" CMU WALL <br />' <br />8"CMU WALL <br />> . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />+- a -a' <br />.•I IN FOUNDATION WITH 347" LEG EACH <br />m <br />- - TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .•• SO THAT THE STEEL REINF. IS CONTINUOUS <br />q <br />TOP OF SLAB <br />�_. <br />Ij <br />MATCH AMOUNT OF CONTINUOUS BARS <br />>I •I <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORV) <br />18" <br />° <br />; <br />` ' <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />�' I� <br />c CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />_ �:p. AT ELEV: <br />WI 12" ISOLATION�.a <br />JOINT (WHERE - • • <br />6"CHAMFER (2STORY) <br />#q P4• <br />I <br />W/ 1/2" ISOLATION t , ° -' <br />4"CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />APPLICABLE) i <br />SEE SCHEDULE #5 30' <br />JOINT(WHERE •. • <br />APPLICABLE a <br />) <br />BEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR NkD, BAR SIZE 36„ <br />FOR W D, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N, <br />AND BAR QUANTITY <br />H <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />n <br />2 <br />�\ <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:34"=1'-0" <br />@ GARAGE <br />SCALE:3/4"=V-0" <br />,1 <br />SCALE: 3/4"=V-O" <br />~ SCALE: 3/4"=T-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />m w <br />POURED CELL <br />AIM <br />c H <br />8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />am 5 <br />#4 REll 024" O.C. CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />$ <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />3 <br />3 <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />E+Q x,� <br />_5' <br />I <br />WALLW/SYP <br />I F <br />2" CAPPED <br />J NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />PLATE TO SLAB W/ <br />SECURE ST.WEDGE <br />GALVANIZED PIPE <br />5: w SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 2" <br />W/FLANGE 0 BASE <br />O a EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />8", ONO <br />S <br />PLATE <br />EPDXY 5-1/2' EMBED. MIN. 16" OC <br />•, 4, <br />� <br />g p FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />G, REINF. W/ <br />f6-MIL <br />Ji SPECIFICATIONS FOR <br />€ USE AND <br />BTM AND TOP PLATE <br />10 WWM ON <br />{I POLY ETHYLENE <br />SECURE FLANGE TO <br />i PREPARATION OF <br />ANCHORSW/ S x 1 ALLwCOMMON NAILS FILL ALLR <br />BARRIER ON <br />SLABW/(4)1/4X 2 1/4" <br />HOLE.COMPACTED <br />HOLES, DO NOT USE tOd <br />TAPCONS <br />x 3" SEE SLAB SCHEDULE <br />N FILL TERMITE <br />o�0} <br />TREATMENT SHALL BE <br />a <br /><°' BORA-CARE <br />QQ' <br />TOP OF SLAB ° < ° <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY)—` <br />a f <br />6" CHAMFER (2-STORY) <br />, 4 — <br />•. <br />(2) #5 REBAR ON CHAIRS <br />a <br />12" MIN. DEPTH INTO z <br />2,000 PSF VIRGIN SOIL OR 95% <br />COMPACTED SOIL <br />EQ.EQ, SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL ? p <br />FOR WAD BAR SIZE <br />SLAB HEIGHT LESS THAN 36' <br />PER PLAN <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />6CALE:3/4„=,'-D•' <br />MONOLITHIC FOUNDATION <br />`° SCALE:34"=1'-0' <br />INTERIOR CURB FOUNDATION WOOD WALL <br />SCALE:34"=1'-0" <br />W/ BLOCK WALL <br />(W/UPLIFT) <br />Sf224G <br />ALE:3/4"=V-9' <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />CELL SEE PLAN FOR SIZE AND <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />20 OR Zx6 WOOD BEARING <br />OF WALL W/ PLAN <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />i <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />m <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />o a <br />NAIL 12' O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />SLAB WS MASONRY NAIL <br />12' 0/C STAGGERED. <br />� Q <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />O w <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />�, 8" CMU WALL <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />' '. POURED LINTEL CONT. (TYP.) <br />R <br />',rp•. 8"CMU FILLED CELL (TVP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />. <br />SEE SLAB SCHEDULE <br />I°' <br />2X WALL FRAMING <br />- -BEE SLAB SCHEDULE <br />" 12" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />+_ 0'-0" <br />P <br />Z a <br />'' MINIMUM EMBEDMENT INTO <br />4 < <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />b—- <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />e <br />• - J ° <br />BEE SCHEDULE <br />SEE SCHEDULE <br />FOR BAR 312E <br />EQ. EQ. SEE SCHEDULE <br />FOR WAR, BAR SIZE <br />AND BAR QUANTITY <br />BA <br />./ AND BARR QUANTITY <br />FOR MID, BAR SIZE <br />,AL <br />� <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO SE <br />Q INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />,,, FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=l'-a' <br />SCALE: 3/4•,=1`°' <br />iV SCALE: 3/4"=1'-0 <br />(NO UPLIFT) <br />(NO UPLIFT) <br />SCALE'34"=1'-0' <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL32780 <br />PH: 407-774-6078 <br />FAX: 407-774 4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Z <br />°F <br />kZ <br />A- <br />� <br />76 <br />C <br />flu-p�S1 <br />a <br />}t�p�S <br />3 <br />Q <br />aysDly ae LOT: <br />ABBOTT PARK <br />LOT #25 <br />BLK #12 <br />pm' 18 06-25121 <br />MODMIA <br />4EBB <br />"1828—CALI" <br />5ARAGM 8WMMWa: <br />LEFT <br />PAIOS: <br />DETAILS <br />160 PH EXP. C <br />2 <br />L VR'NO W723 J <br />DP 09/21/21 <br />SCALD 1/4"=1'-0" <br />IeIIRRT <br />S1.1A <br />